PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 03/13/17 EST. NO. 061 TIME 02:08 PM R.E. NAME: WRIGHT, GEOFFREY 01-262004 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 001 0241 645.40 E.W. @ F.A.(+) 070113 N 7310.0 0242 2,063.15 100115 N 7311.0 0243 1,881.20 100515 N 7312.0 0244 1,881.20 100615 N 7313.0 0246 3,548.29 092715 N 7316.0 0247 2,516.68 092815 N 7317.0 0248 2,904.86 092915 N 7318.0 0249 2,904.86 093015 N 7319.0 0250 2,749.14 092015 N 7320.0 0251 1,816.87 092115 N 7321.0 0252 2,128.78 092215 N 7322.0 0253 1,504.96 092315 N 7323.0 0254 2,647.32 092415 N 7324.0 0255 1,712.89 091515 N 7325.0 0256 2,206.74 091715 N 7326.0 0257 764.90 112513 N 7327.0 020 0735-1 -192.04 E.W. @ F.A.(+) 042116 Y 3235.0 DAO CORRECTING ENTRY 0760 1,424.27 121516 Y 3499.1 0762 2,047.32 072116 Y 2841.0 0767 1,082.70 071513 N 7328.0 031 0005 9,010.00 E.W. @ L.S.(+) 011117 N 3536.0 033 0001 1,233.49 E.W. @ F.A.(+) 052313 Y 0014.0 036 0079-1 -1,952.64 E.W. @ F.A.(+) 090414 Y 2875.1 DAO CORRECTING ENTRY 0080 1,343.06 021414 Y 0497.0 0081 1,031.70 021514 Y 0498.0 098 0208 175.47 E.W. @ F.A.(+) 120314 Y 2902.0 099 0034 4,080.09 E.W. @ F.A.(+) 101314 Y 2895.0 0035 528.00 101615 Y 3582.0 101 0003 14,138.92 E.W. @ F.A.(+) 102914 Y 1405.0 112 0132 2,750.00 E.W. @ L.S.(+) 011117 N 3535.0 0133 776.38 E.W. @ F.A.(+) 102714 Y 3540.0 0134 498.33 111814 Y 3541.0 0136 2,695.00 060615 Y 3538.0 0137 3,090.12 111814 Y 3539.0 115 0035 678.99 E.W. @ F.A.(+) 112614 Y 3546.0 0036 1,457.96 111314 Y 3547.0 124 0033 5,734.81 E.W. @ F.A.(+) 021115 Y 3548.0 0036 301.57 012015 Y 3551.0 0039 301.35 111414 Y 3554.0 133 0001 12,614.62 A.C. @ U.P.(+) 110116 N 133.10 135 0031 3,229.88 E.W. @ F.A.(+) 100715 N 7314.0 0032 1,662.10 041116 N 7330.0 0033 972.80 100815 N 7315.0 149 0001 123,733.90 E.W. @ L.S.(+) 122816 N 3500.0 0002 35,942.50 A.C. @ L.S.(+) 122816 N 3501.0 156 0112 634.72 A.C. @ F.A.(+) 071116 N 3016.0 0113 949.98 071216 N 3017.0 0125 4,950.00 A.C. @ L.S.(+) 011117 N 3543.0 159 0311 2,546.03 E.W. @ F.A.(+) 050616 Y 2479.0 0312 2,196.96 072616 Y 2839.0 166 0028 348.08 E.W. @ F.A.(+) 111716 Y 3399.2 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 03/13/17 EST. NO. 061 TIME 02:08 PM R.E. NAME: WRIGHT, GEOFFREY 01-262004 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 194 0019 825.00 E.W. @ F.A.(+) 110916 Y 3579.0 0020 1,826.81 082516 N 3028.0 0021 1,016.99 091916 Y 3492.0 0022 7,601.10 091916 Y 7239.0 0023 969.03 100516 Y 7240.0 0024 2,690.48 110216 Y 7241.0 0025 1,045.66 110716 N 7242.0 0026 3,056.32 120716 Y 7243.0 0027 1,183.42 121616 Y 7244.0 0028 1,438.43 111416 Y 7245.0 0030 915.40 091316 N 7043.0 0031 650.03 091516 N 7045.0 197 0002 8,795.81 E.W. @ F.A.(+) 101216 N 3584.0 307,908.14 TOTAL THIS ESTIMATE 72,166,570.28 TOTAL PREVIOUS ESTIMATE 72,474,478.42 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 03/13/17 EST. NO. 061 TIME 02:08 PM R.E. NAME: WRIGHT, GEOFFREY 01-262004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE OUT-OF-STATE INSPECT -5,000.00 003 OUT-OF-STATE INS#130 -5,000.00 019 OUT-OF-STATE INS#133 -5,000.00 019 RESTAKE CHARGE SR97 -1,173.34 034 RESTAKE CHARGE SR160 -1,173.34 034 RESTAKE CHARGE SR161 -880.00 034 RESTAKE CHARGE SR164 -440.00 035 RESTAKE CHARGE SR185 -1,173.34 037 RESTAKE CHARGE SR223 -6,600.00 039 RESTAKE CHARGE SR229 -880.00 039 RESTAKE CHARGE SR230 -440.00 039 RESTAKE CHARGE SR234 -1,760.00 039 RESTAKE CHG SR268 -660.00 043 CPM 25% WITHHOLD -58,974.98 045 CPM 25% WITHHOLD -44,572.17 046 RTN CPM WTHLD EST 45 58,974.98 047 RTN CPM WTHLD EST 46 44,572.17 047 OUT-OF-STATE INSPEC -5,000.00 052 MISSING 2014 CEM4401 -10,000.00 059 MISSING 2016 CEM4401 -10,000.00 059 OUT-OF-STATE INSPECT -5,000.00 059 OUT-OF-STATE INSPECT -5,000.00 059 REC'D 2014 CEM4401 10,000.00 061 REC'D 2016 CEM4401 10,000.00 061 20,000.00 -45,180.02 EQUAL EMPLOYMENT OPPORTUNITY MISSING CEM2402S -10,000.00 059 0.00 -10,000.00 LABOR COMPLIANCE VIOLATION PER LTR DATED 4/13 -5,000.00 007 PER LTR DATED 5/13 -10,000.00 008 RETURN DEDUCT 4/13 5,000.00 008 PER LTR DATED 7/13 -10,000.00 011 PER LTR DATED 8/13 -10,000.00 012 PER LTR DATED 9/13 -10,000.00 013 RETURN DEDUCT 5/13 10,000.00 013 PER LTR DATED 10/13 -10,000.00 014 PER LTR DATED 11/13 -10,000.00 016 RETURN DEDUCT 7/13 10,000.00 016 PER LTR DATED 12/13 -10,000.00 017 RETURN DEDUCT 8/13 10,000.00 017 PER LTR DATED 1/14 -5,000.00 018 RETURN DEDUCT 9/13 10,000.00 018 PER LTR DATED 2/14 -5,000.00 019 RETURN DEDUCT 12/13 10,000.00 019 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 2 DATE 03/13/17 EST. NO. 061 TIME 02:08 PM R.E. NAME: WRIGHT, GEOFFREY 01-262004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- PER LTR DATED 4/14 -5,000.00 021 RETURN DEDUCT 1/14 5,000.00 021 RETURN DEDUCT 2/14 5,000.00 021 RETURN DEDUCT 10/13 10,000.00 021 PER LTR DATED 5/14 -5,000.00 022 RETURN DEDUCT 11/13 10,000.00 022 PER LTR DATED 6/14 -10,000.00 023 RETURN DEDUCT 4/14 5,000.00 023 RETURN DEDUCT 5/14 5,000.00 023 PER LTR DATED 7/14 -10,000.00 024 PER LTR DATED 8/14 -10,000.00 026 PER LTR DATED 10/14 -10,000.00 028 PER LTR DATED 11/14 -10,000.00 029 RETURN DEDUCT 6/14 10,000.00 029 RETURN DEDUCT 7/14 10,000.00 029 PER LTR DATED 12/14 -10,000.00 030 RETURN DEDUCT 8/14 10,000.00 030 RETURN DEDUCT 10/14 10,000.00 030 RETURN DEDUCT 11/14 10,000.00 030 PER LTR DATED 1/15 -7,500.00 031 PER LTR DATED 2/15 -7,500.00 033 RETURN DEDUCT 12/14 10,000.00 033 RETURN DEDUCT 1/15 7,500.00 033 PER LTR DATED 3/15 -10,000.00 034 RETURN 2/15 DEDUCT 7,500.00 034 PER LTR DATED 4/15 -10,000.00 035 PER LTR DATED 5/15 -2,500.00 036 RETURN 3/15 DEDUCT 10,000.00 036 RETURN 4/15 DEDUCT 10,000.00 036 PER LTR DATED 6/15 -10,000.00 037 RTN DEDUCT 5/15 2,500.00 037 PER LTR DATED 7/15 -2,500.00 038 RETURN 6/15 DEDUCT 10,000.00 038 PER LTR DATED 8/2015 -10,000.00 039 RETURN PREV DEDUCT 2,500.00 039 PER LTR DATED 10/15 -10,000.00 042 PER LTR DATED 11/15 -10,000.00 043 PER LTR DATED 12/15 -10,000.00 044 PER LTR DATED 1/16 -1,000.00 045 RTN DEDUCT 10/15 10,000.00 045 RTN DEDUCT 11/15 10,000.00 045 RTN DEDUCT 8/15 10,000.00 045 RTN DEDUCT 12/15 10,000.00 045 RTN DEDUCT EST 45 1,000.00 046 PER LTR DATED 5/16 -10,000.00 051 RTN DEDUCT 5/16 10,000.00 052 CERTIFIED PAYROLLS -2,000.00 059 0.00 -2,000.00 OVERBID ITEMS OVERBID ITEM NO. 264 -1,589.27 009 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 3 DATE 03/13/17 EST. NO. 061 TIME 02:08 PM R.E. NAME: WRIGHT, GEOFFREY 01-262004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- OVERBID ITEM NO. 264 -794.64 012 OVERBID ITEM NO. 264 -635.71 013 OVERBID ITEM NO. 264 -158.93 027 OVERBID ITEM NO. 264 3,178.55 059 0.00 0.00 TOTAL DEDUCTIONS 20,000.00 -57,180.02 PROGRAM CAS145 PAGE 1 DATE 03/13/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-262004 TIME 02:08 PM ESTIMATE NO. 061 BID OPENING 07/10/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/16/16 R.E. NAME: WRIGHT, GEOFFREY DATE OF THIS ESTIMATE 03/13/17 LOCATION SEMI-FINAL ESTIMATE 01-MEN-101-R43.1/49.0 ------------------- DESILVA GATES - FLATIRON WEST, IN MENDOCINO COUNTY IN AND NEAR A JOINT VENTURE WILLITS FROM 1.3 KM SOUTH OF HAEHL 2100 GOODYEAR RD OVERHEAD TO 2.9 KM SOUTH OF BENICIA CA 94510 REYNOLDS HIGHWAY FED. AID NO. N O N E CONSTRUCT 2 LANE HIGHWAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,000.0000 5,000.00 0.250 1,250.00 1.000 5,000 002 TIME-RELATED OVERHEAD WDAY 6,000.0000 3,120,000.00 745.000 4,470,000 003 TEMPORARY FENCE (TYPE BW) M 17.0000 1,224.00 530.800 9,023 004 TEMPORARY FENCE (TYPE ESA) M 6.0000 118,200.00 0.000 0 005 TEMPORARY FENCE (TYPE ESA-FLOODWAY) M 30.0000 119,700.00 0.000 0 006 TEMPORARY SUMP SYSTEM EA 7,000.0000 49,000.00 7.000 49,000 007 INSTRUMENTATION INSTALLATION AND LS 100,000.0000 100,000.00 1.000 100,000 MONITORING 008 TEMPORARY ACTIVE TREATMENT SYSTEM LS 250,000.0000 250,000.00 1.000 250,000 009 CONSTRUCTION SITE MANAGEMENT LS 150,000.0000 150,000.00 1.000 150,000 010 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 1.000 5,000 PREVENTION PLAN 011 SOIL MANAGEMENT PLAN LS 10,000.0000 10,000.00 1.000 10,000 012 TEMPORARY EROSION CONTROL BLANKET M2 6.7500 302,400.00 42,932.870 289,796 013 TEMPORARY FIBER ROLL M 6.7500 412,425.00 20,865.220 140,840 014 TEMPORARY SILT FENCE M 5.7500 155,250.00 26,024.490 149,640 015 TEMPORARY GRAVEL BAG BERM M 35.0000 70,700.00 4,893.900 171,286 016 TEMPORARY CONSTRUCTION ENTRANCE EA 3,750.0000 75,000.00 18.000 67,500 017 TEMPORARY COVER M2 2.5000 112,500.00 134,523.680 336,309 018 TEMPORARY CHECK DAM M 35.0000 40,950.00 2,852.470 99,836 019 MOVE-IN/MOVE-OUT EA 1,000.0000 20,000.00 30.000 30,000 (TEMPORARY EROSION CONTROL) 020 TEMPORARY DRAINAGE INLET PROTECTION EA 300.0000 47,400.00 75.000 22,500 021 TEMPORARY HYDRAULIC MULCH M2 1.0000 682,000.00 1,047,848.700 1,047,848 (BONDED FIBER MATRIX) 022 STREET SWEEPING LS 20,000.0000 20,000.00 1.000 20,000 PROGRAM CAS145 PAGE 2 DATE 03/13/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-262004 TIME 02:08 PM ESTIMATE NO. 061 BID OPENING 07/10/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/16/16 R.E. NAME: WRIGHT, GEOFFREY DATE OF THIS ESTIMATE 03/13/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 80,000.0000 80,000.00 1.000 80,000 024 RAIN EVENT ACTION PLAN EA 500.0000 195,000.00 54.000 27,000 025 STORM WATER ANNUAL REPORT EA 2,000.0000 12,000.00 5.000 10,000 026 STORM WATER SAMPLING AND ANALYSIS DAY EA 150.0000 30,000.00 111.000 16,650 027 CONSTRUCTION AREA SIGNS LS 15,000.0000 15,000.00 1.000 15,000 028 TRAFFIC CONTROL SYSTEM LS 120,000.0000 120,000.00 0.900 108,000 029 TYPE III BARRICADE EA 100.0000 3,900.00 51.000 5,100 030 TEMPORARY PAVEMENT MARKING (PAINT) M2 30.0000 510.00 0.000 0 031 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.0000 9,230.00 7,655.000 7,655 032 CHANNELIZER (SURFACE MOUNTED) EA 50.0000 2,050.00 6.000 300 033 TRAFFIC PLASTIC DRUM EA 80.0000 16,000.00 129.000 10,320 034 TEMPORARY PAVEMENT MARKER EA 5.0000 3,000.00 292.000 1,460 035 PORTABLE CHANGEABLE MESSAGE SIGN LS 20,000.0000 20,000.00 1.000 20,000 036 TEMPORARY RAILING (TYPE K) M 100.0000 293,000.00 2,847.090 284,709 037 TEMPORARY CRASH CUSHION MODULE EA 200.0000 18,800.00 146.000 29,200 038 CONTRACTOR SUPPLIED BIOLOGIST (LS) LS 600,000.0000 600,000.00 1.000 600,000 039 HYDROACOUSTIC MONITORING LS 1,000.0000 1,000.00 1.000 1,000 040 ABANDON REINFORCED CONCRETE BOX EA 6,500.0000 6,500.00 0.000 0 041 ABANDON CULVERT M 50.0000 2,500.00 49.370 2,468 042 ABANDON WATER WELL EA 5,000.0000 15,000.00 8.000 40,000 043 REMOVE FENCE M 4.0000 16,520.00 6,763.500 27,054 044 REMOVE CATTLE GUARD EA 1,000.0000 2,000.00 2.000 2,000 045 REMOVE METAL BEAM GUARD RAILING M 15.0000 6,450.00 398.250 5,973 046 REMOVE FLARED END SECTION EA 300.0000 2,700.00 9.000 2,700 047 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 12.0000 7,800.00 1,240.000 14,880 STRIPE 048 REMOVE TRAFFIC STRIPE M 2.0000 4,300.00 1,905.000 3,810 049 REMOVE ROADSIDE SIGN EA 100.0000 3,600.00 40.000 4,000 PROGRAM CAS145 PAGE 3 DATE 03/13/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-262004 TIME 02:08 PM ESTIMATE NO. 061 BID OPENING 07/10/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/16/16 R.E. NAME: WRIGHT, GEOFFREY DATE OF THIS ESTIMATE 03/13/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE SIGN STRUCTURE EA 5,000.0000 5,000.00 2.000 10,000 051 REMOVE CULVERT M 100.0000 62,000.00 642.740 64,274 052 REMOVE INLET EA 1,000.0000 4,000.00 4.000 4,000 053 REMOVE HEADWALL EA 1,600.0000 3,200.00 2.000 3,200 054 REMOVE REINFORCED CONCRETE BOX CULVERT EA 15,000.0000 15,000.00 0.000 0 055 REMOVE WINGWALL EA 1,700.0000 6,800.00 0.000 0 056 REMOVE ASPHALT CONCRETE SURFACING M2 10.0000 13,400.00 1,340.000 13,400 057 REMOVE BASE AND SURFACING M2 10.0000 11,800.00 0.000 0 058 RELOCATE ROADSIDE SIGN EA 200.0000 200.00 1.000 200 059 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.0000 37,200.00 15,377.650 30,755 060 CLEARING AND GRUBBING HA 10,000.0000 650,000.00 65.000 650,000 061 DEVELOP WATER SUPPLY LS 450,000.0000 450,000.00 1.000 450,000 062 ROADWAY EXCAVATION M3 10.4000 7,477,600.00 807,596.930 8,399,008 063 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 1.000 2,000 064 ASBESTOS COMPLIANCE PLAN LS 2,500.0000 2,500.00 1.000 2,500 065 DUST CONTROL PLAN LS 3,000.0000 3,000.00 1.000 3,000 066 ROADWAY EXCAVATION (TYPE DC) M3 50.0000 15,500.00 310.000 15,500 067 STRUCTURE EXCAVATION (BRIDGE) M3 40.0000 176,840.00 4,276.000 171,040 (F) 068 STRUCTURE EXCAVATION (TYPE A) M3 50.0000 19,600.00 392.000 19,600 (F) 069 STRUCTURE EXCAVATION (TYPE D) M3 150.0000 540,000.00 3,600.000 540,000 (F) 070 STRUCTURE EXCAVATION (TYPE DH) M3 50.0000 10,700.00 214.000 10,700 (F) 071 STRUCTURE EXCAVATION (RETAINING WALL) M3 40.0000 154,520.00 3,863.000 154,520 (F) 072 STRUCTURE BACKFILL (BRIDGE) M3 100.0000 705,100.00 6,976.000 697,600 (F) 073 STRUCTURE BACKFILL (RETAINING WALL) M3 100.0000 529,800.00 5,060.000 506,000 (F) 074 PERVIOUS BACKFILL MATERIAL M3 140.0000 2,660.00 15.000 2,100 (F) 075 PERVIOUS BACKFILL MATERIAL (RETAINING M3 95.0000 29,260.00 281.000 26,695 (F) WALL) 076 DITCH EXCAVATION M3 10.0000 5,700.00 568.000 5,680 PROGRAM CAS145 PAGE 4 DATE 03/13/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-262004 TIME 02:08 PM ESTIMATE NO. 061 BID OPENING 07/10/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/16/16 R.E. NAME: WRIGHT, GEOFFREY DATE OF THIS ESTIMATE 03/13/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 IMPORTED MATERIAL (SHOULDER BACKING) TONN 60.0000 27,000.00 560.460 33,627 078 IMPORTED BORROW (CY) CY 10.4000 7,706,400.00 514,139.150 5,347,047 079 IMPORTED TOPSOIL M3 90.0000 18,900.00 0.000 0 080 BOULDER EA 700.0000 26,600.00 0.000 0 081 ROCK BLANKET M2 50.0000 49,000.00 0.000 0 082 GRAVEL (MISCELLANEOUS AREAS) (SQFT) M3 200.0000 1,800.00 0.000 0 083 MULCH M3 120.0000 16,800.00 0.000 0 084 FIBER ROLLS M 8.0000 239,200.00 12,649.020 101,192 085 COMPOST (INCORPORATE) M2 3.0000 7,200.00 0.000 0 086 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,000.0000 10,000.00 10.000 10,000 087 EROSION CONTROL (BONDED FIBER MATRIX) HA 19,000.0000 779,000.00 42.100 799,900 (A) 088 EROSION CONTROL (BONDED FIBER MATRIX) HA 29,000.0000 87,000.00 0.000 0 (B) 089 EROSION CONTROL (BONDED FIBER MATRIX) HA 26,000.0000 416,000.00 16.803 436,878 (C) 090 ROLLED EROSION CONTROL PRODUCT M2 4.0000 476,000.00 11,631.120 46,524 (NETTING) 091 ROLLED EROSION CONTROL PRODUCT (TURF M2 50.0000 71,000.00 1,420.000 71,000 REINFORCEMENT MAT) 092 ROOTWAD REVERTMENT EA 1,200.0000 60,000.00 39.000 46,800 093 WILLOW CUTTINGS (PLANT GROUP WC) EA 100.0000 30,000.00 300.000 30,000 094 LIVE SILTATION M 400.0000 208,000.00 678.000 271,200 095 BRUSH LAYERING M 350.0000 227,500.00 600.000 210,000 096 VEGETATED ROCK SLOPE PROTECTION M 200.0000 118,000.00 640.400 128,080 097 EDGING (STEEL) M 50.0000 6,000.00 0.000 0 098 IRRIGATION SYSTEM LS 20,000.0000 20,000.00 0.000 0 099 NPS 6 SUPPLY LINE (BRIDGE) M 800.0000 10,400.00 13.000 10,400 (F) 100 200 MM CORRUGATED HIGH DENSITY M 200.0000 11,200.00 55.900 11,180 POLYETHYLENE PIPE CONDUIT 101 250 MM CORRUGATED HIGH DENSITY M 200.0000 84,000.00 275.500 55,100 POLYETHYLENE PIPE CONDUIT 102 FINISHING ROADWAY LS 25,000.0000 25,000.00 1.000 25,000 103 CLASS 2 AGGREGATE BASE M3 48.0000 4,622,400.00 100,450.700 4,821,633 PROGRAM CAS145 PAGE 5 DATE 03/13/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-262004 TIME 02:08 PM ESTIMATE NO. 061 BID OPENING 07/10/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/16/16 R.E. NAME: WRIGHT, GEOFFREY DATE OF THIS ESTIMATE 03/13/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 HOT MIX ASPHALT TONN 98.0000 2,646,000.00 42,976.180 4,211,665 105 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TONN 98.0000 2,989,000.00 4,631.940 453,930 106 RUBBERIZED HOT MIX ASPHALT (OPEN GRADED) TONN 98.0000 1,352,400.00 0.000 0 107 STAMPED ASPHALT M2 30.0000 57,600.00 2,660.170 79,805 108 PAVING ASPHALT (BINDER, GEOSYNTHETIC TONN 10.0000 280.00 0.000 0 PAVEMENT INTERLAYER) 109 GEOSYNTHETIC PAVEMENT INTERLAYER M2 3.0000 72,900.00 14,312.000 42,936 110 RUMBLE STRIP STA 60.0000 10,200.00 214.270 12,856 111 DATA CORE LS 5,000.0000 5,000.00 1.000 5,000 112 PLACE HOT MIX ASPHALT DIKE (TYPE C) M 10.0000 4,800.00 582.500 5,825 113 PLACE HOT MIX ASPHALT DIKE (TYPE E) M 10.0000 5,400.00 532.020 5,320 114 PLACE HOT MIX ASPHALT DIKE (TYPE F) M 10.0000 17,600.00 2,053.250 20,532 115 PLACE HOT MIX ASPHALT M2 50.0000 15,000.00 0.000 0 (MISCELLANEOUS AREA) 116 TACK COAT TONN 1.0000 250.00 78.970 78 117 JOINTED PLAIN CONCRETE PAVEMENT M3 309.0000 259,560.00 0.000 0 118 SEAL PAVEMENT JOINT M 35.0000 74,900.00 0.000 0 119 SEAL ISOLATION JOINT M 40.0000 4,400.00 0.000 0 120 FURNISH STEEL PILING (HP 250 X 62) M 80.0000 632,720.00 7,300.170 584,013 121 DRIVE STEEL PILE (HP 250 X 62) EA 1,000.0000 284,000.00 260.000 260,000 122 FURNISH STEEL PILING (HP 250 X 85) M 95.0000 782,040.00 6,395.870 607,607 123 DRIVE STEEL PILE (HP 250 X 85) EA 1,000.0000 395,000.00 327.000 327,000 124 FURNISH STEEL PILING (HP 360 X 132) M 160.0000 1,586,720.00 9,224.000 1,475,840 125 DRIVE STEEL PILE (HP 360 X 132) EA 1,000.0000 434,000.00 412.000 412,000 126 FURNISH STEEL PILING (HP 360 X 174) M 200.0000 84,000.00 420.000 84,000 127 DRIVE STEEL PILE (HP 360 X 174) EA 1,000.0000 30,000.00 30.000 30,000 128 FURNISH STEEL PIPE PILING (610 MM) M 350.0000 4,818,100.00 13,766.000 4,818,100 129 DRIVE STEEL PIPE PILE (610 MM) EA 1,500.0000 783,000.00 522.000 783,000 130 FURNISH PILING (CLASS 625) M 120.0000 137,640.00 1,147.000 137,640 (ALTERNATIVE W) PROGRAM CAS145 PAGE 6 DATE 03/13/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-262004 TIME 02:08 PM ESTIMATE NO. 061 BID OPENING 07/10/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/16/16 R.E. NAME: WRIGHT, GEOFFREY DATE OF THIS ESTIMATE 03/13/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 DRIVE PILE (CLASS 625) (ALTERNATIVE W) EA 1,000.0000 50,000.00 48.000 48,000 132 PRESTRESSING CAST-IN-PLACE CONCRETE LS 1,500,000.0000 1,500,000.00 1.000 1,500,000 133 COLUMN EPOXY COATED PRESTRESSING STEEL KG 25.0000 17,175.00 687.000 17,175 (F) 134 SEAL COURSE CONCRETE M3 350.0000 21,350.00 0.000 0 (F) 135 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 500.0000 1,519,500.00 2,993.000 1,496,500 (F) 136 STRUCTURAL CONCRETE, BRIDGE M3 930.0000 19,454,670.00 20,876.000 19,414,680 (F) 137 STRUCTURAL CONCRETE, RETAINING WALL M3 550.0000 972,950.00 1,722.000 947,100 (F) 138 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,350.0000 21,600.00 0.000 0 (F) (TYPE EQ) 139 STRUCTURAL CONCRETE, APPROACH SLAB M3 600.0000 550,200.00 916.000 549,600 (F) (TYPE N) 140 CLASS 1 CONCRETE (BOX CULVERT) M3 1,500.0000 213,000.00 142.000 213,000 (F) 141 CLASS 2 CONCRETE (WINGWALLS) M3 1,000.0000 114,300.00 1.840 1,840.00 116.140 116,140 (F) 142 MINOR CONCRETE (MINOR STRUCTURE) M3 1,800.0000 403,740.00 170.350 306,630 (F) 143 ARCHITECTURAL TEXTURE M2 175.0000 381,675.00 2,301.000 402,675 (F) 144 PTFE SPHERICAL BEARING EA 6,000.0000 216,000.00 36.000 216,000 145 JOINT SEAL (MR 13 MM) M 230.0000 17,250.00 22.000 5,060 146 JOINT SEAL (MR 25 MM) M 240.0000 11,760.00 49.000 11,760 147 JOINT SEAL ASSEMBLY (MR 60 MM) M 580.0000 48,720.00 84.000 48,720 148 JOINT SEAL ASSEMBLY (MR 100 MM) M 610.0000 15,860.00 26.000 15,860 149 JOINT SEAL ASSEMBLY (MR 161 MM - 240 MM) M 2,700.0000 70,200.00 26.000 70,200 150 JOINT SEAL ASSEMBLY (MR 241 MM - 320 MM) M 3,500.0000 227,500.00 65.000 227,500 151 JOINT SEAL (MR 40 MM) M 300.0000 25,200.00 101.000 30,300 152 JOINT SEAL (MR 50 MM) M 370.0000 28,860.00 78.000 28,860 153 BAR REINFORCING STEEL (BRIDGE) KG 2.0000 7,191,284.00 -16,214.000 -32,428.00 3,554,267.000 7,108,534 (F) 154 BAR REINFORCING STEEL (RETAINING WALL) KG 2.0000 340,524.00 165,668.000 331,336 155 BAR REINFORCING STEEL (WINGWALLS) KG 3.0000 13,836.00 1.000 3.00 4,642.000 13,926 (F) 156 BAR REINFORCING STEEL (BOX CULVERT) KG 2.5000 41,642.50 16,657.000 41,642 (F) 157 HEADED BAR REINFORCEMENT EA 15.0000 122,220.00 8,148.000 122,220 PROGRAM CAS145 PAGE 7 DATE 03/13/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-262004 TIME 02:08 PM ESTIMATE NO. 061 BID OPENING 07/10/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/16/16 R.E. NAME: WRIGHT, GEOFFREY DATE OF THIS ESTIMATE 03/13/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 METAL CATTLE GUARD (7.2 M) EA 15,000.0000 15,000.00 1.000 15,000 159 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 11.0000 26,840.00 2,440.000 26,840 (F) 160 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 4.0000 9,760.00 2,440.000 9,760 (F) 161 FURNISH SIGN STRUCTURE (TRUSS) KG 8.0000 156,000.00 19,500.000 156,000 (F) 162 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 19,500.00 19,500.000 19,500 (F) 163 FURNISH LAMINATED PANEL SIGN M2 200.0000 3,600.00 17.030 3,406 (25.4 MM-TYPE A) 164 FURNISH LAMINATED PANEL SIGN M2 300.0000 6,900.00 22.570 6,771 (25.4 MM-TYPE B) 165 FURNISH LAMINATED PANEL SIGN M2 300.0000 7,500.00 24.720 7,416 (63.5 MM-TYPE B) 166 FURNISH SINGLE SHEET ALUMINUM SIGN M2 140.0000 9,100.00 50.940 7,131 (1.6 MM-UNFRAMED) 167 FURNISH SINGLE SHEET ALUMINUM SIGN M2 150.0000 12,900.00 73.420 11,013 (2.0 MM-UNFRAMED) 168 FURNISH SINGLE SHEET ALUMINUM SIGN M2 200.0000 1,800.00 8.660 1,732 (1.6 MM-FRAMED) 169 FURNISH SINGLE SHEET ALUMINUM SIGN M2 180.0000 7,020.00 51.420 9,255 (2.0 MM-FRAMED) 170 760 MM CAST-IN-DRILLED-HOLE M 4,500.0000 18,000.00 8.000 36,000 CONCRETE PILE (SIGN FOUNDATION) 171 920 MM CAST-IN-DRILLED-HOLE M 4,500.0000 18,000.00 0.000 0 CONCRETE PILE (SIGN FOUNDATION) 172 1524 MM CAST-IN-DRILLED-HOLE M 4,500.0000 63,000.00 14.000 63,000 CONCRETE PILE (SIGN FOUNDATION) 173 ROADSIDE SIGN - ONE POST EA 250.0000 30,000.00 106.000 26,500 174 ROADSIDE SIGN - TWO POST EA 700.0000 4,200.00 8.000 5,600 175 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 1,900.00 18.000 1,800 METHOD) 176 INSTALL ROADSIDE SIGN EA 2,000.0000 14,000.00 7.000 14,000 (LAMINATED WOOD BOX POST) 177 450 MM ALTERNATIVE PIPE CULVERT M 185.0000 242,350.00 758.890 140,394 178 600 MM ALTERNATIVE PIPE CULVERT M 200.0000 190,000.00 16.460 3,292.00 967.860 193,572 179 900 MM ALTERNATIVE PIPE CULVERT M 300.0000 222,000.00 238.490 71,547 180 1200 MM ALTERNATIVE PIPE CULVERT M 700.0000 26,600.00 37.630 26,341 181 300 MM PLASTIC PIPE M 175.0000 3,150.00 17.000 2,975 182 900 MM REINFORCED CONCRETE PIPE M 400.0000 27,200.00 67.060 26,824 183 1050 MM REINFORCED CONCRETE PIPE M 1,350.0000 189,000.00 211.880 286,038 184 JACKED 900 MM REINFORCED CONCRETE PIPE M 1,825.0000 1,040,250.00 0.000 0 (CLASS III) PROGRAM CAS145 PAGE 8 DATE 03/13/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-262004 TIME 02:08 PM ESTIMATE NO. 061 BID OPENING 07/10/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/16/16 R.E. NAME: WRIGHT, GEOFFREY DATE OF THIS ESTIMATE 03/13/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 JACKED 1200 MM REINFORCED CONCRETE PIPE M 2,800.0000 134,400.00 46.750 130,900 (CLASS III) 186 80 MM PLASTIC PIPE (OUTLET) M 40.0000 19,200.00 64.000 2,560.00 420.000 16,800 187 200 MM PERFORATED PLASTIC M 125.0000 166,250.00 1,257.000 157,125 PIPE UNDERDRAIN 188 300 MM PERFORATED PLASTIC PIPE M 125.0000 4,375.00 35.000 4,375 UNDERDRAIN 189 FILTER FABRIC M2 1.5000 10,995.00 9,615.000 14,422 190 CLASS 1 PERMEABLE MATERIAL M3 100.0000 19,000.00 182.000 18,200 191 CLASS 3 PERMEABLE MATERIAL M3 60.0000 193,200.00 3,306.000 198,360 192 DRAINAGE WICK M 1.3000 1,755,000.00 1,264,073.700 1,643,295 193 150 MM HORIZONTAL STRIP DRAIN M 4.0000 166,400.00 37,579.000 150,316 194 300 MM HORIZONTAL STRIP DRAIN M 5.0000 6,450.00 1,218.200 6,091 195 200 MM PLASTIC PIPE (COLLECTOR) M 50.0000 30,500.00 624.300 31,215 196 DRAINAGE INLET MARKER (STAMPED CONCRETE EA 50.0000 1,950.00 1.000 50.00 36.000 1,800 IMPRINT) 197 DRAINAGE INLET MARKER (PLASTIC) EA 75.0000 5,700.00 36.000 2,700 198 900 MM CONCRETE FLARED END SECTION EA 1,700.0000 11,900.00 1.000 1,700 199 450 MM ALTERNATIVE FLARED END SECTION EA 700.0000 9,800.00 11.000 7,700 200 600 MM ALTERNATIVE FLARED END SECTION EA 750.0000 21,750.00 41.000 30,750 201 900 MM ALTERNATIVE FLARED END SECTION EA 1,000.0000 22,000.00 6.000 6,000 202 1200 MM ALTERNATIVE FLARED END SECTION EA 1,650.0000 3,300.00 2.000 3,300 203 ROCK SLOPE PROTECTION (1/2T, METHOD A) M3 115.0000 181,700.00 0.000 0 204 ROCK SLOPE PROTECTION (1 TON, METHOD B) M3 105.0000 23,100.00 213.300 22,396 205 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 100.0000 749,000.00 4,661.170 466,117 206 ROCK SLOPE PROTECTION (BACKING NO. 1, M3 115.0000 1,049,950.00 3,371.000 387,665 METHOD B) 207 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 85.0000 233,750.00 742.600 63,121.00 3,320.700 282,259 208 CLEAN SAND AND GRAVEL M3 65.0000 79,300.00 0.000 0 209 ROCK SLOPE PROTECTION FABRIC M2 2.5000 16,875.00 5,518.360 13,795 210 MINOR CONCRETE (MISCELLANEOUS M3 800.0000 55,520.00 61.680 49,344 (F) CONSTRUCTION) 211 MINOR CONCRETE (CURB, GUTTER, SIDEWALK M3 800.0000 409,920.00 0.000 0 (F) AND DRIVEWAY) PROGRAM CAS145 PAGE 9 DATE 03/13/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-262004 TIME 02:08 PM ESTIMATE NO. 061 BID OPENING 07/10/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/16/16 R.E. NAME: WRIGHT, GEOFFREY DATE OF THIS ESTIMATE 03/13/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 MINOR CONCRETE (GUTTER) M3 600.0000 4,200.00 7.000 4,200 (F) 213 MINOR CONCRETE (TEXTURED PAVING) M2 50.0000 56,500.00 0.000 0 (F) 214 MISCELLANEOUS IRON AND STEEL KG 4.0000 39,576.00 6,562.000 26,248 (F) 215 MISCELLANEOUS METAL KG 9.0000 41,742.00 4,638.000 41,742 (F) (RESTRAINER - CABLE TYPE) 216 MISCELLANEOUS METAL (BRIDGE) KG 10.0000 166,000.00 16,600.000 166,000 (F) 217 BRIDGE DECK DRAINAGE SYSTEM KG 20.0000 98,000.00 4,900.000 98,000 (F) 218 FENCE (TYPE BW, 5 STRAND, METAL POST) M 10.0000 30,100.00 2,910.000 29,100 219 FENCE (TYPE WM, METAL POST) M 12.0000 163,200.00 20,465.110 245,581 220 3.0 M WIRE MESH GATE EA 1,000.0000 2,000.00 0.000 0 221 3.7 M WIRE MESH GATE EA 1,100.0000 2,200.00 16.000 17,600 222 SURVEY MONUMENT (TYPE A) EA 1,000.0000 6,000.00 0.000 0 223 SURVEY MONUMENT (TYPE D) EA 1,000.0000 6,000.00 0.000 0 224 CONCRETE BARRIER DELINEATOR (400 MM) EA 40.0000 2,000.00 52.000 2,080 225 DELINEATOR (CLASS 1) EA 50.0000 10,000.00 160.000 8,000 226 UNDERDRAIN MARKER EA 60.0000 1,800.00 10.000 600 227 MARKER (CULVERT) EA 60.0000 7,200.00 90.000 5,400 228 HIGHWAY POST MARKER EA 60.0000 1,380.00 23.000 1,380 229 OBJECT MARKER (TYPE K-1) EA 60.0000 420.00 0.000 0 230 OBJECT MARKER (TYPE L-1) EA 60.0000 1,560.00 22.000 1,320 231 METAL BEAM GUARD RAILING (WOOD POST) M 60.0000 179,400.00 2,638.000 158,280 232 WEED CONTROL MAT (FIBER) M2 40.0000 264,000.00 4,992.000 199,680 233 CHAIN LINK RAILING (TYPE 7) M 75.0000 13,200.00 176.000 13,200 (F) 234 TUBULAR BICYCLE RAILING (MODIFIED) M 250.0000 1,169,000.00 4,705.300 1,176,325 (F) 235 CONCRETE BARRIER (TYPE 26 MODIFIED) M 800.0000 21,600.00 0.000 0 (F) 236 DOUBLE METAL BEAM GUARD RAILING M 125.0000 15,000.00 117.800 14,725 (WOOD POST) 237 CABLE RAILING M 195.0000 38,766.00 244.880 47,751 (F) 238 TRANSITION RAILING (TYPE WB) EA 3,000.0000 135,000.00 42.000 126,000 PROGRAM CAS145 PAGE 10 DATE 03/13/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-262004 TIME 02:08 PM ESTIMATE NO. 061 BID OPENING 07/10/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/16/16 R.E. NAME: WRIGHT, GEOFFREY DATE OF THIS ESTIMATE 03/13/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 239 END CAP (TYPE A) EA 500.0000 1,000.00 2.000 1,000 240 END ANCHOR ASSEMBLY (TYPE SFT) EA 500.0000 1,000.00 1.000 500 241 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,500.0000 97,500.00 39.000 97,500 242 CRASH CUSHION (TYPE CAT) EA 5,000.0000 20,000.00 4.000 20,000 243 CRASH CUSHION (TYPE CAT) BACKUP EA 500.0000 2,000.00 4.000 2,000 244 CONCRETE BARRIER (TYPE 732 MODIFIED) M 275.0000 112,475.00 14.600 4,015.00 443.600 121,990 (F) 245 CONCRETE BARRIER (TYPE 736 MODIFIED) M 225.0000 1,060,875.00 4,761.300 1,071,292 (F) 246 CONCRETE BARRIER (TYPE 736A MOD) M 225.0000 24,750.00 110.000 24,750 (F) 247 THERMOPLASTIC PAVEMENT MARKING M2 50.0000 9,500.00 200.240 10,012 248 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.7000 90,270.00 52,021.610 88,436 249 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 4,290.00 1,577.860 4,733 250 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 4,800.00 4,754.750 4,754 (BROKEN 10.98 M - 3.66 M) 251 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 740.00 830.420 830 (BROKEN 5.18 M - 2.14 M) 252 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 8,000.00 4,162.000 8,324 253 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 11,400.00 4,040.000 12,120 254 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 4,000.0000 4,000.00 1.000 4,000 SYSTEM ELEMENTS DURING CONSTRUCTION 255 LIGHTING LS 300,000.0000 300,000.00 1.000 300,000 256 LIGHTING AND SIGN ILLUMINATION (FUTURE) LS 49,000.0000 49,000.00 1.000 49,000 257 EXTINGUISHABLE MESSAGE SIGN SYSTEM LS 61,000.0000 61,000.00 1.000 61,000 258 CHANGEABLE MESSAGE SIGN SYSTEM LS 58,000.0000 58,000.00 1.000 58,000 259 TMS FIELD ELEMENT COMMUNICATION SYSTEM LS 90,000.0000 90,000.00 0.950 85,500 260 TRAFFIC MONITORING STATION LS 150,000.0000 150,000.00 1.000 150,000 261 CLOSED CIRCUIT TELEVISION SYSTEM LS 40,000.0000 40,000.00 0.800 32,000 262 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 263 ROADSIDE CLEARING LS 30,000.0000 30,000.00 1.000 30,000 PROGRAM CAS145 PAGE 11 DATE 03/13/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-262004 TIME 02:08 PM ESTIMATE NO. 061 BID OPENING 07/10/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/16/16 R.E. NAME: WRIGHT, GEOFFREY DATE OF THIS ESTIMATE 03/13/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 43,703.00 90,056,769.45 ADJUSTMENT OF COMPENSATION 55,091.82 18,457,080.90 EXTRA WORK 252,816.32 54,017,397.52 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 351,611.14 162,531,247.87 264 MOBILIZATION LS 10,800,000.0000 10,800,000.00 1.000 10,800,000 ORIGINAL CONTRACT AMOUNT 107,968,214.50 TOTAL WORK COMPLETED 351,611.14 173,331,247.87 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 20,000.00 -57,180.02 TOTAL 371,611.14 173,274,067.85 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 264 MOBILIZATION 10,796,821.45 10,800,000.00 3,178.55 DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 08/31/12 520 02/25/13 10/25/12 12/16/16 684 344 245 0 100% 100% WRIGHT, GEOFFREY RESIDENT ENGINEER PROGRAM CAS145 DATE 03/13/17